PISO TIPICO Y AZOTEACARGAS A NIVEL DE PISO TIPICOCargas directasmurolongitudarea tributarialongitud de alf. h=1.2Peso directo carga indirectaPdiPliPix11.61.720.51850.166882538.164302645.66x22.83.3213302.8813284630.888304838.38x31.61.720.51850.166882538.164302645.66PESO DE ALFEZARES(KG)1041.6x46.857.026806.1628089614.16175510052.91y166.865961.627448705.617159134.35y24.8513.174818.96526810086.963292.510910.085y366.765961.627048665.616909088.1TOTAL30551.521622846779.5210142.549315.145CARGAS A NIVEL DE AZOTEACargas directasmurolongitudarea tributarialongitud de alf. h=1.2Peso directo carga indirectaPdiPliPix11.61.720.51796.766882484.763442570.76x22.83.3213196.0813284524.086644690.08PESO DE ALFEIZARESx31.61.720.51796.766882484.763442570.76828x46.857.026806.1628089614.1614049965.16y166.865961.627448705.613729048.6y24.8513.174818.96526810086.96263410745.46y366.765961.627048665.613529003.630337.921622846565.92811448594.42PESO DE MUROS ZONA AZOTEA30337.92PESO DE PARAPETO11592

CARGA DE GRAVEDADcargas de gravedad acumuladascargas por nivelcargas acumuladas Pg y esfurzo axial en el piso 1Murologitud (m)espesor efectivo ( e)area tributariaazoteapiso tpicopiso 2piso1(KG)ESFUERZO(TN/M2)x11.60.231.722484.762645.662484.765130.4213.9413586957x22.80.233.324524.084838.384524.089362.4614.5379813665x31.60.231.722484.762645.662484.765130.4213.9413586957x46.850.237.029614.1610052.919614.1619667.0712.4830656934y160.236.868705.69134.358705.617839.9512.9275y24.850.1313.1710086.9610910.08510086.9620997.04533.3022125297y360.236.768665.69088.18665.617753.712.865PESO DE MUROS29509.92

PESO TOTALMODULO 1PisoPeso de muros portantesPeso de muros no portantesPeso de alfeizeresPeso de losa aligeradaPeso de acabadosTotal carga muerta "D"Total carga viva "L"Peso total D+0.25L129509.9201041.60016228.00046779.52010142.50049315.145ParmetrovaloresDescripcion ver230337.9200.00016228.00046565.9208114.00048594.420Z0.3Zona 2 (Aycucho)RNE E.O30 TABLA N 1 U1Edificacin de centro educativo (universidad categoria C)RNE E.O30 TABLA N 3total59847.8400.0001041.60032456.0000.00093345.44018256.50097909.565S1.2Suelo intermedio (caliche)RNE E.O30 TABLA N 2R4.5Estructura de albaileria confinadaTp0.6factor que depende de 'S'RNE E.O30 TABLA N 2PisoPihiPi*hiPi*hi/Pi*hiFiVi(kg)hn5.2altura total de la edificacion 248594.4205.100247831.5420.66813076.69613076.696Ct60coeficiente para estimar el periodo fundamentalRNE E.O30 articulo 17 enciso 17.2149315.1452.500123287.8630.3326505.21719581.913T0.0866666667Perido fundamentalRNE E.O30 articulo 17 enciso 17.2371119.40519581.913C calculado28.0746244246coeficiente de amplificacion sismicaRNE E.O30 articulo 7 C asumido2.5coeficiente de amplificacion sismicaRNE E.O30 articulo 7 k0.2coef. De proporcionalidad=ZUCS/RP(kg)97909.565PESO TOTALV(kg)19581.913FUERZA CORTANTE EN LA BASE DE LA ESTRUCTURA

analisis estructuralMurohtlxyx12.40.231.60.85.875x22.40.232.845.875x32.40.231.67.25.875x42.40.236.854.450.125y12.460.230.1253y22.44.850.1340.85y32.460.237.8753PISO TPICO : Rigideces de muros en la direccin "x "Muro3(h/l)4(h/l)^33(h/L)+4(h/L)^3Kx/Emx14.513.5180.0127777778x22.57142857142.51895043735.09037900870.0451832761x34.513.5180.0127777778x41.05109489050.1720370561.22313194650.1880418549y131.30434782614544.75219856994576.0565463960.0013111726y255.384615384625168.866636322325224.25125170690.0001922753y331.30434782614544.75219856994576.0565463960.0013111726TOTAL0.261595307PISO TPICO : Rigideces de muros en la direccin "Y"Muro3(h/l)4(h/l)^33(h/L)+4(h/L)^3Ky/Emx131.30434782614544.75219856994576.0565463960.000349646x231.30434782614544.75219856994576.0565463960.0006118806x331.30434782614544.75219856994576.0565463960.000349646x431.30434782614544.75219856994576.0565463960.0014969221y11.20.2561.4560.157967033y21.48453608250.48469495651.96923103890.066015616y31.20.2561.4560.157967033TOTAL0.38475777663. Clculo de cortantes de traslacin en la direccin "x" (Vmx)PISO 1 : Cortantes de traslacin en la direccin "X"Vx119581.913MuroVtras= Vx1*(ki/ki)% de absorcin

x1956.49014364244.8845592545x23382.228033704717.272204374x3956.49014364244.8845592545x414076.014149566271.882732548y198.14880949970.5012217627y214.39291044490.0735010438y398.14880949970.50122176271003. Clculo de cortantes de traslacin en la direccin "y" (Vmx)PISO 1 : Cortantes de traslacin en la direccin "Y"Vx119581.913MuroVtras= Vx1*(ki/ki)% de absorcin

x117.79493109180.0908743241x231.14112941070.1590300672x317.79493109180.0908743241x476.18454873690.3890557002y18039.594999378641.0562287728y23359.807460911517.1577080386y38039.594999378641.05622877281004. CORRECCIN POR TORSINClculo del centro de rigidezPISO TPICOMurokx/Emky/Emy*kx/Emx*ky/Em

x10.01277777780.0003496460.07506944440.0002797168x20.04518327610.00061188060.26545174680.0024475222x30.01277777780.0003496460.07506944440.0025174514x40.18804185490.00149692210.02350523190.0066613032y10.00131117260.1579670330.00393351780.0197458791y20.00019227530.0660156160.0001634340.2640624638y30.00131117260.1579670330.00393351781.24399038460.2615953070.38475777660.44712633721.5397047212Xcr=4.0017507507Ycr=1.7092291997Clculo del centro de masaPISO TPICOMurohtlymPeso"P"xyP*xP*yx12.4000.2301.60018005130.420.8005.8754104.33630141.2175x22.4000.2302.80018009362.464.0005.87537449.8455004.4525x32.4000.2301.60018005130.427.2005.87536939.02430141.2175x42.4000.2306.850180019667.074.4500.12587518.46152458.38375y12.4006.0000.230180017839.950.1253.0002229.9937553519.85y22.4004.8500.130180020997.0454.0000.85083988.1817847.48825y32.4006.0000.230180017753.77.8753.000139810.387553261.195881.065392040.22275242373.7095Xcm4.0888179825Ycm2.5278579196CLCULO DEL MOMENTO POLAR DE INERCIA (J)PISO TIPICOMuroyi-ycr=(ky/Em)*()^2xi-xcr=x(kx/Em)*(x)^2Jx14.1660.0060676335-3.2020.13098765610.1370552896x24.1660.01061835872.2910.23710515380.2477235125x34.1660.00606763357.2000.66240.6684676335x4-1.5840.00375694834.4503.72369883163.7274557799y11.2910.26318717690.1250.00002048710.263207664y2-0.8590.04873766684.0000.00307640450.0518140713y31.2910.26318717697.8750.08131318880.34450036575.4402243165CLCULO DEL MOMENTO TORSOR Y EXCENTRICIDADESXcm4.0888179825Ycm2.5278579196dx8dy6Xcr4.0017507507Ycr1.7092291997ex=Xcm-Xcr0.0870672318eaccx=0.05dx0.4ey=Ycm-Ycr0.8186287199eaccy=0.05dy0.3PISO 1Sismo en el sentido X PisoVi(kg)119581.913Mt1x21904.8902725963kg.m213076.6961663947Mt2x10155.7424725963kg.m

Sismo en el sentido Y Mt1y9537.7081585549kg.mMt2y-6127.8222414451kg.mClculo de los incrementos por cortantes por torsin()PISO 1 : Incremento de cortantes por torsin ()DIRECCIN XDIRECCIN YMuro(kx/Em)(ky/Em)X=xi-xcr=yi-ycrV1xV2xV1yV2yx10.01277777780.000349646-3.2024.166214.32605842522.7190603318-1.96265218631.2609720825x20.04518327610.00061188062.2914.166757.87461896764.75835558062.4573980525-1.5788382483x30.01277777780.0003496467.2004.166214.32605842522.71906033184.4135527222-2.8356357822x40.18804185490.00149692214.450-1.584-1199.4905062768-4.427026025211.6784827131-7.5032350462y10.00131117260.1579670330.1251.2916.8144886884380.636530034734.6181373105-22.2415897239y20.00019227530.0660156164.000-0.859-0.665206918-105.8889348203462.9497919835-297.4377056656y30.00131117260.1579670337.8751.2916.8144886884380.63653003472180.9426505592-1401.220152603Clculo de cortantes en la direccin XPISO 1 : Cortantes de diseo en la direccin "x"Vx119581.913kg

MuroVtraslacinV1xV2xVasumidoVdiseo%Absorcinx1956.4901436424214.32605842522.7190603318214.32605842521170.81620206775.9790695734x23382.2280337047757.87461896764.7583555806757.87461896764140.102652672321.1424831306x3956.4901436424214.32605842522.7190603318214.32605842521170.81620206775.9790695734x414076.0141495662-1199.4905062768-4.4270260252014076.014149566271.882732548y198.14880949976.8144886884380.6365300347380.6365300347478.78533953442.4450386412y214.3929104449-0.665206918-105.8889348203014.39291044490.0735010438y398.14880949976.8144886884380.6365300347380.6365300347478.78533953442.4450386412Clculo de cortantes en la direccin YPISO 1 : Cortantes de diseo en la direccin "Y"Vx119581.913kg

MuroVtraslacinV1YV2YVasumidoVdiseo%Absorcinx117.7949310918-1.96265218631.26097208251.260972082519.05590317440.0973137976x231.14112941072.4573980525-1.57883824832.457398052533.59852746320.171579393x317.79493109184.4135527222-2.83563578224.413552722222.2084838140.1134132493x476.184548736911.6784827131-7.503235046211.678482713187.863031450.448694831y18039.594999378634.6181373105-22.241589723934.61813731058074.213136689141.2330150619y23359.8074609115462.9497919835-297.4377056656462.94979198353822.75725289519.5218784441y38039.59499937862180.9426505592-1401.2201526032180.942650559210220.537649937952.1937649807113.7796597576